Research Article
Nov 1971
Dispersion in Natural Streams
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VIEW THE REPLYPublication: Journal of the Hydraulics Division
Volume 97, Issue 11
Abstract
The one-dimensional mathematical model of dispersion has been developed to account for the loss of dye due to decay and adsorption. This model predicts the time-concentration of the conservative pollutant in a stream where the lateral and vertical mixing of the pollutant are almost complete. A three-dimensional model of dispersion has been developed to compute pollutant concentration near the site of injection where the effects of lateral and vertical dispersion are important. Various empirical relationships to determine the longitudinal, lateral, and vertical dispersion coefficients in natural streams have been evaluated. The dimensionless longitudinal and vertical dispersion parameters have been found, which depend upon the Reynolds number only, while the lateral dispersion parameter depends on both the Reynolds number and the width-to-depth ratio of the stream.
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Information
Published In
Journal of the Hydraulics Division
Volume 97 • Issue 11 • November 1971
Pages: 1867 - 1886
Copyright
© 1971 American Society of Civil Engineers.
History
Published in print: Nov 1971
Published online: Feb 3, 2021
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Authors
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Mahendra K. Bansal, M.ASCE
Hydro., Nebraska Soil & Water Conservation Commission, Lincoln, NB, USA
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.